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Home My WebLink About2012-06-19 Existing Conditions Plans 1-19-2012 it LEGEND: 100 EXISTING LIGHT POLE EXISTING CONTOUR PROPOSED EROSION CONTROL PROPOSED CONTOUR 0---) EXISTING UTILITY POLE W/GUY 110 UET PROPOSED UNDERGROUND TOP OF BANK 6 s 102 ELEC-r.,TELEPHONE & CABLE _w w— EXISTING WATER 100 YEAR FLOOD ELEVATION M LL Pw— PROPOSED WATER --------- EXISTING SEWER NAIL IN UP,13" t0 MV.-60.24 m— EXISTING DRAINAGE A AGE PROPOSED SEWER PROPOSED DRAIN EASTING OWH io x35.5 PROPOSED SPOT GRADE EXISTING TREWNE tocE OF INV-52.01 -Ios 106 PROPOSED TREELINE A 0 1p—I SOIL TEST PIT EXISTING EDGE OF PAVEMENT --y ioo=FLOOD —G— EXISTING GAS 50.0 PROPOSED PAVEMENT AND w �107 PROPOSED GAS CURBING 14 WDE _01-WAY N/`r BOSTON &MAINE PROPOSED HYDRANT PROPOSED GATE VALVE m7e'�'-\_� k' IK RAILROAD S" AL EXISTING STRUCTURE p AGC�10�' VWDE RAM&InLry#22-24 NOTE., NIP Eftfta CARA -�tllo THE WETLAND BOUNDARY DEPICTED ON THIS SUTTON ♦ (to be ro"'c'Ge PLAN WAS FLAGGED BY GROG HOCMUTH IN -,1 RAl1PI REDEVELOPMENT. LLC t AUGUST 2011. EXISTING 11111 cm G P MEMENT TO ST RDAOVEO IHV-5187 If'-YADE ACCESS a t'TILYY EASEVENT RIIJ-59.J7 —REMOW UIXTY EAWLIEN I FEkCE LOT AREA!EA 24,776 S.F. w TO TIE LINE )iCF N G EEXISTINGSEXISTING STRUCTURE AWAY AWAY I so, No 028-30 REALTY Ex_SnMNI)PAVEMENT ,'/,No gV TRUST OUSTING GARAGE TO BE REMOVED ;_f JMII (to be -f (A t14 IN 10 OUTN. AL —0 0 "'-IVDE h,,SS I ff'U:r� TR�CS TiLTY EASM -A 4 11 1, un UP FC11C 116 N a4'42- 'F IREEZL-_'�' 1, _4� p BRICK E)OsT. EDGE ENT ft%PtACE, 117 SITE SHED Q 855 REALTY TRUST N'(F i a,* I z ij ,�,! Ak. hR DAM T.NGUYET 0.PPHAM HU NIF DAM T. PHU AND AND m NGUYET O. PHAM N/F VASILIY MOLLA LOCUS PLAa SCALE. 1'-800' SAUNDEP'z- EXISTING CONDITIONS PLAN NOTES: STREET "PONDVIEW" 0 OF A% I. THE SITE IS SHOWN ON TOWN OF NORTH ANDOVER ASSESSOR MAP 5.) EXISTING CONDITIONS WERE OBTAINED FROM AN INSTRUMENT FIELD 'q 26 MAIN STREET 28 PARCEL 43. THE PARCEL IS WITHIN THE INDUSTRIAL—S ZONING SURVEY CONDUCTED BY ANDOVER CONSULTANTS, INC. IN AUGUST 2011, NORTH ANDOVER, MASS. 5�11 DISTRICT AND WITHIN THE DOWNTOWN OVERLAY DISTRICT, TOPOGRAPHY BASED UPON 1929 NGVD DATUM. PETER e;� PREPARED FOR: JEFFCO, INC. 2.) RECORD OWNER IS: BENCHMARK. SPIKE IN UTILITY POLE f383S, ELEVATION-60.24. ca 1) DATE. JANUARY 19, 2012 REAR LOT, LLC 6.) THE LOCATION OF EXISTING PIPES, CONDUITS, AND OTHER UNDERGROUND GOODWIN SCALE: 1"-20' 24 MAIN STREET STRUCTURES OR UTILITIES ARE SHOWN ARE BASED UPON EXISTING No,48133 NORTH ANDOVER, MA 01845 RECORD INFORMATION AND ARE NOT WARRANTED TO BE CORRECT, OR THAT ALL SUCH FEATURES ARE SHOWN. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES, Es G/ST THE LIMITS OF WORK SHALL BE STAKED OUT AND HAYBALES AND STRUCTURES. PfPES, ETC. PRIOR TO CONSTRUCTION. THE SITE \oan d over 3.) SILT FENCE INSTALLED PRIOR TO THE START OF CONSTRUCTION CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CONTACTING 010—SAFE LAIR c n Sul tants AND SITE CLEARING. IN COMPLIANCE VATH THE REQUIRED TIMELINES, AND FOR ALL inc NECESSARY PRE—MARKING PRIOR TO COMMENCING AN DEXCAVATION 4.) DRAINAGE STRUCTURES SHALL BE CLEANED AT THE COMPLETION OF AC'nviry. 1 East RIver Place THE CONSTRUCTION PERIOD AND ALL STORMWATER FACILITIES �A Methuen, Mass, 01844 7.) PROJECT PROPONENT: MAINTAINED IN ACCORDANCE PATH THE OPERATION AND 'EFFCO MAINTENANCE SCHEDULE THEREAFTER. PO BO' INC 0 20 40 6.0 80 Ft. X 802 ............ 7�1 P;\11\11-28\DWG\SITE PLAN.DWG ANDOVER, MA 01810 SHEET I OF 4 5 10 20 Meter LEGEND: EXISTING LIGHT POLE E ON EXISTING CONTOUR PROPOSED ERASION CONTROL PROPOSED CONTOUR EXISTING UTILITY POLE W/GUY 6 "A— TOP OF BANK UET PROPOSED UNDERGROUND 102 ELECT.JELEPHONE deCABLE —ir w— EXISTING WATER 100 YEAR ROOD ELEVATION MARK —PW— PROPOSED WATER N IN U�P.jm ELEV.-60.24 0 EXISTING SEWER I EB—wo EXIVIING DRAINAGE N, PROPOSED SEWER PROPOSED DRAINAGE x X35.5 k EXISTING TREELINE PROPOSED SPOT GRADE N, 41- Jt'r1_1_ , - AL LU INV-52.01 los m PROPOSED TREELIN SOIL TEST PIT 5— — — — —— — EXISTING EDGE OF PAVEMENT -YEAR PLOOO —o— EXISTING GAS 50.0 PROPOSED PAVEMENT AND f4 VADE RIGHT- �107 pG PROPOSED GAS CURBING o N BOSTON &MAINE PROPOSED HYDRANT w PROPOSED GATE VALVE RAILROAD p TAPPIRO SLEDE E)GSpNG.STRUCTURE W/6,Gv 40'-11E 's UnLry TYP 109 Ak ft hl.a 0 NIF 'Etk • \--kPRECAST " - SUTTON AL :NV IN- 52.04 REDEYMOPMENT, LLC SCH 40 PVC DRY*ELL V(XJT-51,64)(EK 1w) • RAUP X DRAsN SWH 2 94 4�i 1k RIM-59.D7 t4op E)OSTING DUH Pvf INV-52.82 t RIM-69.37 y tf'_wDC ACCESS R jjty EASW FW._ Imv-57 7 WDE ACCESS& • 0 P."p TILTY EASWENT unit U P&O, 2:1 11Qt " N\ u2fop N IN R.4'TRANSITION REVEALpy? TO 0'AT PROPERTY LINE unif "k[r N, I P, tinit Ci NlAfty 0 E)OSTNG STRUCTURE: BREAK REALTY TRUST N. a SLIM N. LwW4VF- '0 OUT p A1114 tk.i ! - 0 (OR VERnCAL GRANITE CURB) UEI, PC-- N URLTY EASEUENr,/ �,,P. PG Lom& W7 V OLJT-5V7G MucE EXIST. BmFdCK SHED 1 S NIF j w TE 855 REALTY TRUST Lcll�SPREADER t N/F 09-DBL LATE L-14.w i I z DAM T. PHU RIM-5&23 .00 TOP-54.50 �t LNV OUT-54 FES N�.PPHU SM 900 INV OUT- 5170- AND DAM SUMP-SD�00 mu-S&W - sa 1 I 1} }` ? a �DI—T �,Y AND INV Z 53L9O NGUYET 0. PHAM out.53.80 I A y NGUYET 0. PHAM INV SUUP-49.30 N P \ NOS.� :•,'L. t j :.5 D �j `f`l VASIJ�MOLLA NQ;t LQ=N.&L SCALE: I'-BW SOUNDERS STREET SITE PLAN "PONDVIEW" ,/0�i1i or 26 MAIN STREET JAMES S. NORTH ANDOVER, MASS. FAMWEATHER II PREPARED FOR: JEFFCO, INC. CIVIL DATE: January 19, 2012 SCALE: No,34716 V=20' O T TONAL All j\andover consultants inc. I East RIver Place t�v' Methuen, Mass. 0184-4 0 20 40 60 80 Ft. P:\II\II-28\0WG\SjTE PLAN,DWO SHEET 2 OF 4 0 5 10 20 Meter 8 85 . . . . .. . goo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. .. . . . . $5 xg RIIM 58= .83 .� 0 INV IN- ".DO INV OUT-53.60 6 A� SUMP-49.30 �$ 60. . . . . . . . . . . . . . . . . . . . . . .. 60 H� �A PROPOSED GRADE APPROX.EXISTING GRADE ,•3 r� Y � 2 APPROX.EXISTING GRADE €� 60 . . .`. . . . . . . . . . .. ...�.� — — — — — `. �.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 6000N A r PROPOSED GRACE F3 CROSSING UUTHJTIES ARE SHOWN SHOULD BE ` ~ �. CONSIOERED APPROXIMATE AND NOT ALL ! I o UnUTIE$MAY BE SHOWN. VERIFY LOCATION I ' 55 1t 2a� .55 AHD ELEVATION$PRIOR TO START OF' Fir CONSTRUCTION MA TEST PITTING OR OTHER I t2'RCP L-5' 11 5=0.0200 S-O.0050 �? ER Of ANY CONFLICTS THAT MAY AFFECT ETHE OESIGH I FOR RESOLUTION. r 1 I ! I I I I I I 1 ! I I 1 I Ilil 1 I I Ir! �-- B'PVC SEWER 1 r 1 v S.O.ODSD ! L�,T6• 1 I 1 I --s�O.NwsO PVC SEWER L-M' I I 1 I 50. . . . . . . . . . . . . . . . . . . . . . . I I I I I I t I i I i PROPOSED DRAINAGE PROFILE ! I I I SCALE: HOR.:1'=20'. VERT.T1'-2' ! I I I so . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . • , . . . , . . . . . .. . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . _. . . . . .. . . . .. . • . . . . . .. .L.3.1 . .1. . . . . . • . . . . . . . . . . 50 PROPOSED SEWER PROFILE LJ PAVED UNPAVED SCALE: HOR.0*-20'. VERT.:1'-2 PAVEMENT h SUB-BAS£ I EXCEPT IN TRAVEL WAYS (AS SPECIFIED) GRAVEL (AS SPECIFIED) SUITABLE EXCAVATED F28'DIAMETER C.LM.H.FRAME h COVER. MATERIAL THOROUGHLY COVER TO READ^SEWER'. COMPACTED (LtUARON LK 110A OR EQUAL) NEw 6.SEWER GRATE FINISH GRADE FINISH GRADE SURFACE COURSE BNTuwNOUS CONCRETE /FLEX BOOT BRICK plSTi)P'KSLiOWN C.I. LV2448 FRAME EQUAL) TE PROVIDE SM00TH 3' MAX AT TOP OF PIPE U-SHAPED CNAHHEL FROM INLET PIPES TO MORTAR RASE COURSE fRTUMINOUS CONCRETE OUTLET MORTAR r; STEEL REINFORCED COPOLYMER VI.` POLYPROPYLENE PLASDC STEPS ADJUST TO FINISH GRADE E%15'SEWER EX 15'SEWER W/ o PER ASTM C4T6 6 12'O.G W/COURSES OF MORTARED BRICK PERIMETER GASKET SEAL i (2 COURSES MIN.4 MAX) JOINT WITH NCH-SHR3NK GROUT(typ.) RURRER..0'RIND GAStfT 3/4' CRUSHED PRECAS€REINFORCED CONCRETE SLOP[Y'PER FOOT _ STONE M.H.ECCENTRIC CONE SLCTIONS (typ,) VENTED OIL-DEBRIS 6" PRECAST REINFORCED CONCRETE TRAP, 'SNOUT" BY MORTAR NON-SSIH�E k PRECAST REINFORCED CONCRETE MANHOLE BARRELS DRAIN. SEWER ANTS BEST MANAGEMENT WATERPROOF GROUT M.H.RISER SECTION 4'-0'DIA PRODUCTS, INC. OR NEW SEWER IN 6'-0" DIA EQUAL OR WATER LEDGE _ I _ EARTH ARCH SHAPE NOTCH IN BRICK SHELF AT CROWN PRECAST RISER WTH OF EX65TWG PIPES 4'•-0'DIA DIAMETER 4'LARGER PROVIDE SMOOTH NOTE: _+ EXTERIOR OF MANHOLE TO BE THAN EXISTING PIPE 1NA. U-SHAPED CHANNEL PIPE CONNECTIONS TO BE ,- COATED WTH ASPHALT SEALER FROM INLET PIPES TO ALL UNSUITABLE MATERIAL MADE W,IH WATERnrHT, "V PROVIDE WATERSTOP OUTLET BELOW ALL CATCH BASINS ri t TRENCH DETAIL 1f FLEXIBLE BOOt +; AROUND EXISTING PIPE DRAIN PIPE TYPICAL PIPE TRENCH DE TAIL AND FILL VO[O WITH _ I ' I I SHALL BE REMOVED AND o a. NON-SHRINK GROUT EXISTING I i i i EXISTING REPLACED WTH COMPACT I NITS PITCH FLOOR T/4'PER 1' BRICK SHELF (typ.) 15 y,ERI I I 11g•y„�R GRAVEL FILL. SHEETING SHELF ELEV. TO BE AT LEAST AS PALL BE USEO VVHERE `I PRECAST BASE A" CLASS"B'CONCRETE HIGH AS CROWN OF HIGHEST PIPE - BRlpc INV. BRICK CHANNEL. ��f.....I..::`-' 12'TtiN(X NECESSARY. CAST-IN PLACE SLAG DETAILS (BRiC7(S ON EDGE) .•� LJMNG 4'MIN. 4,0110 P51 CONCRETE S-� SS /5 REBAR O t2• ff FI _ PRECAST REINFORCED FOR OTHER MANHOLE MFFlHOIE BASE 70 BE l2� MEN. COMPACTED PON D VI EW M.H.BASE SECTION 12'VAN. ''T - INFORMATION.SEE BEDDED ENO MIN, SCREENED GRAVEL FAjRW(rAT11ER It �, 26 MAIN STREET 12'MIN COMPACTED ' TYPICAL SEWER GRAVEL OLMHG ON . ' �lV11 NORTH ANDOVER, MASS. SCREENED GRAVEL MANHOLE DETAIL nRM GRADE I SEWER MANHOLE OVER No.3471h PREPARED FOR: JEFFCO, INC. TYPICAL SEINER MANHOLE DETAIL EXISTING SEWER CATCH BASIN DETAIL c�t 04� w4Q DATE: JANUARY 19. 2012 r NTS NTs NT•$ ``a SCALE: 1"-20' fi andover � - consultants inc. 1 East River Place Methuen, Moss, 01844 f/ 0 20 40 60 80 Ft. P:\11\11-28\DWG\SITE PLAN.DWG SHEET 3 OF 4 6 5 10 20 Meter V I i j PRECAST CONCRETE PAVEMENT ANO CURB TOP-54.5 20'DU 60 GRAVEL OAS£ PLACE S00 IN INSPECTION COVER (AS SPECIFIED) LEVEL SPREADER 6• (REMOVE) STRAW OR HAY BALES 2'WOODEN STAKES AND ON DOWN (2 PER BALE} 1.5'UP STREAM 5lC+E LOAM h SEED 4'LOAN TYP, -ijil 11 11 11 A 111 111 SLOPED GRANITE E..N7 TV FRONT NEW END VIEW CEMENT CONCRETE THE REVEAL TO BE 4'MAXIMUM UNDER ALL CONDITIONS Cl FRAME& PLAN NEM' STAKED HAYBALE BARRIER DETAIL THE ANGLE FROM VERTICAL TO BE A MINIMUM OF 60'UNDER ALL CONDITIONS COMPACTED GRAVEL (NEENAH R-666) GRATE 56.5 FINISH GRADE NTS (SEE MASS D.P.W.CONST.SID. 106.5.0) 1 MORT SLOPED GRANITE EDGING DETAIL LEVEL SPREADER DETAIL I'TAP 1EA ' 54.5) NTS NTS . 4) 6'DUM INLET . 2'� • ® ® ® I MIK V000 OR"n POST ® ® ® ® ® ® 2-1. MYEH MN.f0'KID WOM S OM. 1.63 "'A S�fA M M PPDaTs SAW CUT PAVEMENT MppI1,��qpB 1�'81T.GOING. E%35T11TG FOR TRENCH(TLP.) 3" - - - .. CEO/F](TILE CL��O]Mi1la rAr>AO TOP COURSE PAVEMENT �y��g DRAINAGE HOLES B'(4'TO 5k2'TAPER rTOM h. i, h I—r g STOHE-51.33 2)'BIT.CONC. ENDER CDURS£ �� SECTION VTEN 1K;.OF7D ITEM NO.D'A'-SOW 5.142/ � � AM*"00 Or YAWW 1.COME SIDE:WALLS f RrWELLLWA1 AFTER 26 aYS. WTH M1IEI yfY 12'COMPACTED GRAVEL 2. -W 5(aE WELLS OF CRI'YCElI M61Ti YRAFI 140N I� _ NDN-MOYIIr GEGIEXrIE. inolrT COMPACTED GRAVEL COMPACTED Sl16GRADE OR BACK nLL FABRIC SILT FENCE DETAIL LR+wsTURB£D tliIX ND TMIu E� STING (95P STANDARD PROCTOR) ROOF DRYWELL DETAIL NTS HTS PAVEMENT CROSS SECTION TRENCH PATCH—PAVEMENT NTS NTS SiGlmcaptor 32'0 Frame and Cover Grade Adjusters to Suit Finished Grade 24'0 Outat (a B' Pow Vo0rike �late 72'0 e HYDRANT OPENS LEFT HYDRANT I FROH ROOF V IES Stoanceptor• t Ind Insert I EMERGENCY OVERFLOW Outlet COVER TO READ""WATER" D VALVE OPENS LEFT FINISH GRADE COUPLING I=53.1A3 Weu l-53.811 6'GATE VALVE k READER 6`8 Box STANOARO TYP. ALI VALVES W-0•►ON. (Z7 FTNISH GRADE-GRASSED L 0riw WATER MAW - B' Plata HYDRANT BRAIN ' � ... ACC6560paillrlg 'O OII 'V,) 1 6'C.LD.I, - CONCRETE THRUST BLOCK VC MIN Drop Tee (See rate#2 Pat LB'%6'TEE VALVE Fur STOW I0 iNFFFR-7R11TPIOON Inle(9pe 1{2•,SCAEENEO GRAVEL PIT 24'0 Drop PL1 CE CONCRETE 2-B Vat.CIA,FORM 6'BELOW OVilatPipe AGAINST UNDISTURBED EARTH HYDRANT TO AT LEAST 6"ABOVE IETPlan View HYDRANT DRAIN PLUG. SUMP49.3 g. _ _y' • .,, ^- ' CONSULT)MIN NORTH ANDOVER FIRE DEPT FOR TOM STANDARD HYDRANT MANWACTURER ROOF DRAIN OVERFLOW FIRE HYDRANT DETAIL NIS Section That Chamber NTS Notes: t-1 0 L The Use Of Flexible Cormection is Recommended at The Inlet and Outlet Where Applicable. sy DETAILS 2.The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port. JAME5 S. 'G rr P O N D VI E W" 3.The Slorraceptor System is protected by one or more of Ibe following U.S.Patents:#4985148, f At1tV7EAI41ER li ' 26 MAIN STREET #5498331,#5725760,#5733115,#5849181,#6 V65,#6371690. CIVIL NORTH ANDOVER, MASS. 4,Contact a Concrete Pipe Division representative for further details not listed on this drawing. .34716 o ? 10 } PREPARED FOR: JEFFCO, INC. STORMCEPTQR_DETAIL ��)sT � DATE: JANUARY 19, 2012 SCALE: 1"=20' ando o ver cnsultants - Inc. I East River Place Methuen, Mass. 01844 0 20 40 60 80 Ft. P:\11\11--28\DWG\SITE PLAN.DWG SHEET 4 OF 4 0 5 10 20 Deter